NCC243500_Site Plan or Location Map_20241113

0 \ \ \ % • PRELIMINARY SITE PLAN NOTES:
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\ \ �\ I ,I \ I \ , N • 1. EXISTING PARCEL BOUNDARIES,RIGHT OF WAY,EDGE OF PAVEMENT AND STORM DRAINAGE PIPES
/ I 1 \ I • ARE SHOWN PER FIELD SURVEY AND RECORDED PLAT PREPARED BY SURVEY CAROLINA,PLLC.
N�^ I PINEVIEW STREET I I 1 (1 \\4 / I /1 2. TOPOGRAPHIC DATA IS SHOWN PER NC SPATIAL DATA DOWNLOAD INFORMATION.
PINEVIEW ST m
I/ / I I I 3. EXISTING WATER,SEWER AND UTILITY INFORMATION IS SHOWN PER SURVEY PREPARED BY SURVEY 47
(SR-1712) '�., / I ' w W W __W I \\ �/��\ \\ \� CAROLINA PLLC AND CITY OF ASHEBORO GIS DATA. CO Z
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��p ® �➢W W W W W W W�W W WW \\ -_- PdPP_\ , LJ N (\ / I I �` + 4. PER USGS TOPO MAPS THERE ARE NO JURISDICTIONAL STREAMS OR WETLANDS LOCATED ON SITE. O
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ART BRYAN DR. H(/Q MOR p� RP- `- �- DAP — OHP e� ^°\ ° `"WV \ / \ I 5 LOCATED ON SITE. MAPS 3710775300J&371 07 7 6 3 00J THERE ARE NO FLOOD HAZARD AREAS r �J
\� PER NC FIRM PANEL ✓f� w PI
(SR, 4 j RE, I x _ - OHP OH OHP �OHP OHP OHP \ - �'� I•° a I \\ I IIw�-I O
21 _--- \ \ \ 6. OBTAIN ALL APPLICABLE PERMIT APPROVALS PRIOR TO ANY CONSTRUCTION. Icy
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K \ \ 7 WATER AND SEWER UTILITY TIE IN LOCATIONS ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY. CO
_ '/� - / \ ° a _ _ FINAL WATER LINE SIZES ARE TO BE DETERMINED UPON THE COMPLETION OF A HYDRANT FLOW W �I
NORWOOD DR - — ' / I y I vi\.; ° - -_ TEST BEING OBTAINED AND WATER SUPPLY FLOW CALCULATIONS BEING PERFORMED.CONTRACTOR ON.\737,014.72 Ground US Surve Feet • wW aE:1,760,223.28 Ground US Survey Feet SI TO CONFIRM THIS HAS BEEN COMPLETED AND MATCHES ALL PROPOSED WATER LINE SIZES PRIOR
VICINITY MAP / TO START OF CONSTRUCTION.
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PROPOSED U W Q 0\ I I FRONT SE}IBACK TAP LOCATION J O Z 0 I I 1� ` (LINE WATER SERVICE
PROPOSED
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PROPERTY LINE I I III II\ 1 I\\ \\\ PROPOSED - — 8.0' D1I O II - II I ' I (APPROX.) 1 < W > 0 00
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\ TYPE B I I OF SANITARY Q
I I I i\x , / 1 1 IX \ \ \ \ 76.3• Iv I 94.3' I w SEWER MAIN Z
PROTOTYPE B.o ��I �W, w f 8"CLAY > Z w
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USED FOR I - a4TLB_ - SS 1f ��l- I 'I '^ OF WATER MAIN _ _ - - ADJOINING PROPERTY LINE
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NGS I \\ II 778.0' )45 I TYP. w
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X ( ' I \ t \,\ --�N,_ \\ i— 440/ ��� S� £ PROPOSED SEWER EXISTING EASEMENT LINE m N N
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10.0'
(APPROX.) SETBACK LINES J w Lo
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\ I \\ 25.0' STREET \` \ J 1 I \ N \ \ LANDSCAPE AREAS LL Q Q
FRONT
\ SETBACK YARD BUFFER — _ / dam- I /Y 1= OO EXISTING SANITARY SEWER MANHOLE W Li
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SS 55 EXISTING SANITARY SEWER LINE w CO (n
PROPOSED SANITARY SEWER LINE O O E-
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P P dH -J / / \ OO PROPOSED SANITARY SEWER MANHOLE (� . <C
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dH0 \ SS--SS— - \ APPROX.LOCATION ir EXISTING FIRE HYDRANT
55 ss—55�-5S \ OF SANITARY \ U
55 55— \ O SS \ \ __\\ \ S �\ \� SEWER PROPOSED
/ Ln SEWER�Y AIN I —w w w— PROPOSED WATER LINE Q 55—�SS SS—55 MH _ \ I n 8" z
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\ \ \ \ I I N (APPROX.) / / (TyP,) I — —OHP EXISTING OVERHEAD ELECTRIC W Y
MCKNIGHT ST I
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